Steel Structure Design Part 2 ppt

Steel = 98% of Iron with Main Alloying Elements Carbon, Silicon, Manganese •Copper and chromium added to increase corrosion resistant •Rarely contains more than 0.25% of carbon •Higher t

Steel = 98% of Iron with Main Alloying

Elements Carbon, Silicon, Manganese

•Copper and chromium added to increase corrosion resistant

•Rarely contains more than 0.25% of carbon

•Higher the carbon content, the brittle the steel

•Grade 43 ( most common ), 50 and 55 (strongest)

•Design Grade -> Thickness -> Design Strength

•Hot Formed and Cold Formed Hollow Sections

•Ductile at temperature above 10 degree C and more brittle as temperature falls below that

•Performs badly in fires, with strength decreases with rise in temperature

•Fire protection is needed such as encasing steel

member with concrete

•Exposed steelwork easily subjected to corrosion.

•For corrosion protection, use :

•Metallic coating - dipping in a bath of molten zinc in

galvanizing process or

•- spray on coating of aluminium or zinc is used on the member

•Painting - primer of zinc chromate followed by coats

of iron oxide

•Grade 275 series steel for all members

•All steel area to be painted shall be primed with a coat

of red lead primer or 1 coat of zinc chromate primer

•All steel purlins and all steel members for building 5 storey and above shall be hot dipped galvanized

•All bolts, nuts and washers for connecting purlins and for building 5 storey and above shall be

zinc-electroplated

CONNECTIONS

•BS 5950 mentioned “Connections should be

designed on the basis of a realistic assumption of the distribution of internal forces,having regard to relative stiffness”

•Joint should be designed to act in accordance with the assumptions already made in the design

•Ductility of steel assists in the distribution of force generated within a joint

•Means that not a need to consider residual forces due to lack of fit, or bolt tightening

•Rigid Design

•Joints in structure are assumed to be able to fully transfer the forces and moments in members which they attach

•Semi-Rigid Design

•Joints in structure are assumed to transmit some restraint moment

•Not recommended as the design concept is not matured enough for practical design use

•Simple Design

•Pinned joints, and significant moments are not developed at connections

•Beams are designed as simple supported

•Simple Construction

BOLTS

Type of Bolt Abbreviation Standards

High Strength

Bolt

High Strength

Friction Grip

Bolt